According to ACI 318-95, Section 22.2.2, "The use of structural plain
concrete columns shall not be permitted."
> -----Original Message-----
> From: S. A. Masroor [mailto:smasroor(--nospam--at)gem.net.pk]
> Sent: Tuesday, February 06, 2001 6:10 AM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: Min. Steel in columns
> >We have a 4'x4' concrete column under 110 k axial load (D+L) and 60
> >k-ft bending,
> Can you design it as a Plain Concrete column? I am sure you
> have all the section modulus you need..